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HomeMy WebLinkAbout3540 Pyrite Dr4'-0' (2)4" SCE PLE. 4" CONC. SLAB 2" BELOW FIN. FLOOR N40mm 12 4.5 KAYCAN VIN SIDING, IVY G 0 ` GABLE VENT WITH CONCEALED EXHAUST FAN FUN 2 - 4'-6" X 5'-6" ARCHED 14' X 14' OPENING PICTURE WINDGWS FRONT ELEVATION REAR ELEVATION THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION 12 4 N m `STRUCT-ALL BUILT-IN GUTTE N __\_1 10' X 12' O.H. DOOR CLOPAY RATED FOR 110 MPH WINDSPEED + 17 PSF/ -19PSF STRUCT-ALL BUILT-IN GUTTER ELEVATION DETAIL RIGHT ELEVATION LEFT ELEVATION ALL \NORK SH, LI L COMPLY V`v'i! H PREVAILING CODES FLORIDA BUILDING CODE. NATIONAL ELECTRIC CpDE, AND THE CITY OF ZEPHYRHILLS ORDINANCES =VUY MA : NO 45147 STA OF fp �• O �;/ R 411 oSS'• .` ®AipA� c ;r d'!'1!'1'►� �®���o JOSEPH W. BELT P.E. CONSULTING ENGINEER BELT JOB #E19-751 REGISTRATION NUMBER 45147 CA # 29694 1503—A WEST BUSCH BLVD. TAMPA FLORIDA 33612 PHONE: (813) 961-3075 FAX: (813) 961-1031 email: jbelt®beltengineering.com I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE STRUCTURAL ELEMENTS AND SYSTEMS FOR THIS STRUCTURE HAVE BEEN DESIGNED TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION 2020, ALL OTHER ELEMENTS, SYSTEMS AND ASSEMBLIES ARE THE TOTAL RESPONSIBILITY OF OTHERS. M � 1, 5'-0' 1. 4'-4' Pf;Y�t; VENT ❑ Y LC POf?CH � - - -® o ' I 0 180I N 10 240' ❑ PFN' W* I I® I I sr�i� o I AAA (7 N ,I M I I I (lJ j 26"X60" M A' — i co 0 00 F00flN6 I'0K 0M,HFPV PFAM 5UPPOr?T 4' M' XI6" PP. 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THE DESIGNER WILL IN GOOD FAITH ATTEMPT" TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER MILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION Al FMP\10P W&L5 fO PF CON51PFP\FP 5HW\ 1\�515M6 COMPONM5 � o 0 0 'v ©� v 0 b v FLOOP\-, PLAN P fAIL 5�CONP FLOOP\ witilijill No 45147 _ •• � � S E OF ° JOSEPH W. BELT P.E. CONSULTING ENGINEER BELT JOB #E19-751 REGISTRATION NUMBER 45147 CA # 29694 1503-A WEST BUSCH BLVD. TAMPA FLORIDA 33612 PHONE: (813) 961-3075 FAX: (813) 961-1031 email: Jbelt@beltengineering.com I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE STRUCTURAL ELEMENTS AND SYSTEMS FOR THIS STRUCTURE HAVE BEEN DESIGNED TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION 2020. ALL OTHER ELEMENTS, SYSTEMS AND ASSEMBLIES ARE THE TOTAL RESPONSIBILITY OF OTHERS. CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BEARING ----- C1 ------ 44.00' ----- 09'52'37' ------ 7.59' ----- 7.58' ---------- NlSO4'12'W C2 56.0' 1610'45" 14.84' 14.79' N15'43'16"W C3 125.00' 15'10'45" 33.12' 33.02' N1543'16"W F.P.K.N.& D. No. 4542 F.P.K.N.& D. No. 4542 P.C.P. EP.K.N.& D. No. 4542 P.C.P. N81'52'07'E 12--d Wes" oloO Nt�"� F.P.K.N.& D. No. 4542 P.C.P. MERIDIAN BASED ON THE CENTER LINE OF PYRITE DRIVE AS BEARING S W07'53"E (PUT). LANDSCAPE BUFFER (COMMON AREA) RETENTION POND DESCRIPTION: LOT 187, EMERALD POINTE RV RESORT PHASE THREE, AS RECORDED IN PLAT BOOK 38, PAGES 7 THROUGH 11, INCLUSIVE, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. CERTIFIED TO: HEATHER BOWMAN PROPERTY ADDRESS: 3450 PYRITE DRIVE ZEPHYRHILLS, FLORIDA I CERTIFY THIS PLAT TO CORRECTLY REPRESENT THE SURVEY OF THE LANDS SHOWN AND DESCRIBED HEREON, AND MEETS OR EXCEEDS THE MINIMUM STANDARD REQUIREMENTS OF CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE. poor PLAN THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION LEGEND F. Found S. = Set LP. = Iron Pipe LR. s Iron Rod C.M. = Concrete Monument C. = Cap N. & D. — Nail & disk P.K.N. P.K. Nail R.R.S. — Railroad Spike P = Plat Dimension Field Measurement D Deed Information R Radial Line = Utility Pole Fire Hydrant m = Water Meter P.O.B. Point of Beginning TBM = Temporary Bench E.P. = Edge of Pavement O.H.W. Overhead Wire P.C.P. = Permanent Control Paint 1. Copeland & Sons, Inc. and or certifying surveyor accept no responsibility for right of way, easement restrictions or other matters effecting title to land surveyed other than those recited in current deed and or instruments of record furnished by client and or their agents. 2. Underground Encroachments, if any, located. 3. Elevations based on Mean Sea Level N.G.V.D.) 4. Unless it bears the signature and original raised seal of a Florida Licensed Surveyor and Mapper this drawing, sketch, plat or map is for informational purposes only and is not valid. This is to certify that I have consulted the Federal Insurance Administration Flood Hazard Boundary Map, Community No. 120235, Panel No. 0005C, Effective Date 4/8/83, and found the subject property is in Zone X". (Revised 12/17/91.) C:\2002\02-60E 7 0 K.. y r • L.J A�4-®o SS 1 O N° ° • �0�®, ® rrrrd�R��, JOSEPH W. BELT P.E. CONSULTING ENGINEER BELT JOB #E19-751 REGISTRATION NUMBER 45147 CA # 29694 1503—A WEST BUSCH BLVD. TAMPA FLORIDA 33612 PHONE: (813) 961-3075 FAX: (813) 961-1031 email: jbelt®beltengineering.com I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE STRUCTURAL ELEMENTS AND SYSTEMS FOR THIS STRUCTURE HAVE BEEN DESIGNED TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION 2020. ALL OTHER ELEMENTS, SYSTEMS AND ASSEMBLIES ARE THE TOTAL RESPONSIBILITY _ IL dY� .Nl�lLLl�.l-III.WWINM nIMRUIIYI�U,YWYIMIWtlMN4�Mll4.l�sw•4....l.ws��iw�� ������ Ylll;hr, i1L 116Y1 _ I .: r .. � .: .. _ ,,� 16iYlY .li dIW6BJ•YdW,ll .. 1 .. 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I ®R, ,GUMS _ 3 4( MUI;PNY f �fPpOOM p,C„ MON11'0� THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT RE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION AMP ft. C3PEMW PN., va 50 AMP 5Prvia ------ ------- ------------------ - - - - - - FIP\5f F�oop\ MOTTO POP,,f GAFMA 15 -6111 X4_51 GAMS 1 I , / I I X4-5' - — - — - — - — - — - — - — --- - - — - — - i t E I \ E a 4 L CT2ICA PLAN 5�comp FLOOP\ rly,���-�� JOSEPH W. BELT P.E. CONSULTING ENGINEER BELT JOB #E19-751 REGISTRATION NUMBER 45147 CA # 29694 1503—A WEST BUSCH BLVD. TAMPA FLORIDA 33612 PHONE: (813) 961-3075 FAX: (813) 961-1031 email: jbelt®beltengineering.com I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE STRUCTURAL ELEMENTS AND SYSTEMS FOR THIS STRUCTURE HAVE BEEN DESIGNED TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION 2020. ALL OTHER ELEMENTS, SYSTEMS AND ASSEMBLIES ARE THE TOTAL RESPONSIBILITY OF OTHERS. Flpll'5f FI.00pl" THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR TEE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION 0 N PLUM IN6 PLAN 5�CoNp rLoorl", JOSEPH W. BELT P.E. CONSULTING ENGINEER BELT JOB #E19-751 REGISTRATION NUMBER 45147 CA # 29694 1503—A WEST BUSCH BLVD. TAMPA FLORIDA 33612 PHONE: (813) 961-3075 FAX: (813) 961-1031 email: Jbelt@beltengineering.com I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE STRUCTURAL ELEMENTS AND SYSTEMS FOR THIS STRUCTURE HAVE BEEN DESIGNED TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION 2020. ALL OTHER ELEMENTS, SYSTEMS AND ASSEMBLIES ARE THE TOTAL RESPONSIBILITY nF nTUFRc AMWICAN 5 2A6PO( I T0N NEAT PLP 29" W X AWOCAN 2A6H4 1,540N HEAT F 55" W X FIP\,5f F�oopll' m I 13IUF ZONE I NW PUMP I ,51"ON UNIT Is I Gp��N ZONE 2 NEAT PUMP 05 TON UNIT THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION HVA C PLAN 5�CoNp rLoop\' JOSEPH W. BELT P.E. CONSULTING ENGINEER BELT JOB #E19-751 REGISTRATION NUMBER 45147 CA # 29694 1503—A WEST BUSCH BLVD. TAMPA FLORIDA 33612 PHONE: (813) 961-3075 FAX: (813) 961-1031 email: lbelt0beltengineering.com I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE STRUCTURAL ELEMENTS AND SYSTEMS FOR THIS STRUCTURE HAVE BEEN DESIGNED TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION 2020. ALL OTHER ELEMENTS, SYSTEMS AND ASSEMBLIES ARE THE TOTAL RESPONSIBILITY DESIGN CRITERIA BASIS OF DESIGN: ALL CONSTRUCTION IS DESIGNED AS FOLLOWS: FLORIDA BUILDING CODE 7TH EDITION 2020 DEAD LOADS ROOF 15 PSF LIVE LOADS FLOOR 40 PSF ROOF 20 PSF WIND LOADS ASCE 7-16, 138 MPH WIND (ULTIMATE), 106 MPH (NOMINAL) BUILDINGS OF ALL HEIGHTS ANALYTICAL METHOD RISK CATEGORY II EXPOSURE CATEGORY"B" ROOF SLOPE: 4.5:12 INTERNAL PRESSURE COEFFICIENTS: GCpi = +/- .18, ENCLOSED STRUCTURE BASIC WIND PRESSURE:q=29.0 P.S.F. (C&C) EDGE DISTANCE: a= 4 FT. STRENGTH OF MATERIALS: REINFORCING STEEL - - - - - ----------------fy = 60,000 psi CONCRETE SLAB, BEAMS AND FOOTINGS = 3,000 psi REINFORCED MASONRY = 1,500 psi MASONRY GROUT ---------- -f� = 3,000 psi SOIL BEARING (ASSUMED, TO BE VERIFIED) -------------- Sb = 2,000 psf STRUCTURAL STEEL SHAPES --------- --- -- fy = 36,000 psi STRUCTURAL STEEL SHAPES (HSS) ---------- fy = 46,000 psi FRAMING LUMBER --------- ------- #2 SYP BOLTS FOR WOOD AND STEEL CONNECTIONS - - A307 LVL-------------------------------- Fb=2850,2.0E SHEATHING DIAPHRAGM (ROOF ZONE 2 & 3) --- 19/32 APA RATED SHEATHING UNBLOCKED PANEL DIAPHRAGM _----- ALLOWABLE SHEAR = 300 LBS. PER FOOT 10d DEFORMED NAILS SPACED @ 4" O.C. AT ALL ENDS, EDGES, CUTS AND TERMINATIONS, AND @ 4" O.C. AT INTERIOR SUPPORTS. SHEATHING DIAPHRAGM (ROOF ZONE 1) -- 19/32 APA RATED SHEATHING UNBLOCKED PANEL DIAPHRAGM ----- ALLOWABLE SHEAR = 300 LBS. PER FOOT 10d DEFORMED NAILS SPACED @ 6" O.C. AT ALL ENDS, EDGES, CUTS AND TERMINATIONS, AND @ 6" O.C. AT INTERIOR SUPPORTS. SHEATHING DIAPHRAGM (WALLS) - -- - 15132 APA RATED SHEATHING BLOCKED PANEL DIAPHRAGM --- ALLOWABLE SHEAR = 310 LBS. PER FOOT 10d DEFORMED NAILS SPACED @ 6" O.C, AT ALL ENDS, EDGES, CUTS AND TERMINATIONS, AND @ 12" O.C. AT INTERIOR SUPPORTS. SHEATHING DIAPHRAGM (WALLS) ------- 5/8 GYPSUM BOARD BLOCKED PANEL DIAPHRAGM ALLOWABLE SHEAR = 145 LBS. PER FOOT 6d COOLER NAILS SPACED @ 7" O.C. AT ALL ENDS, EDGES, CUTS AND TERMINATIONS, AND @ 12" O.C. AT INTERIOR SUPPORTS. DECK DIAPHRAGM (FLOORS) ------- 23/32 APA RATED SHEATHING UNBLOCKED PANEL DIAPHRAGM -- ALLOWABLE SHEAR = 320 LBS. PER FOOT CONSTRUCTION ADHESIVE AND 10d DEFORMED NAILS SPACED @ 6" O.C. AT ALL ENDS, EDGES, CUTS AND TERMINATIONS, AND @ 12" O.C. AT INTERIOR SUPPORTS. GENERAL NOTES: 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING, METHODS SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. 3. VERIFY ALL DETAILS AND DIMENSIONS WITH EXISTING CONDITIONS, ARCHITECTURAL DOCUMENTS AND PROPERLY COORDINATED, APPROVED SHOP DRAWINGS. 4. NO COMMENT, NOTE OR DETAIL IN THESE STRUCTURAL DOCUMENTS SHOULD BE MISCONSTRUED AS A DESIGN FOR WATERPROOFING OR DAMPPROOFING. SPECIFIC DESIGN FOR MOISTURE CONTROL AND PERMANENT PROTECTION OF STRUCTURAL MATERIALS FROM THE ELEMENTS IS TO BE COMPLETED BY OTHERS AND COORDINATED WITH THE STRUCTURAL DOCUMENTS. FOUNDATION NOTES: 1. FOOTINGS SHALL BEAR ON SOIL SUITABLE FOR SUPPORTING 2000 P.S. NET ALLOWABLE BEARING. IF QUESTIONABLE SOIL IS ENCOUNTERED, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2. FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION. 3. EXPANSION AND CONTROL JOINTS ARE TO BE PLACED PER A.C.I. RECOMMENDATIONS. PREPARE A CRACK CONTROL PLAN BASED ON CONSTRUCTION SEQUENCING AND PROPOSED ACTUAL FLOOR AND WALL FINISHES, AND SUBMIT TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION, 3.1 NO CONTROL JOIN SHALL INTERSECT AN ADJACENT CONTROL JOINT AT AN ANGLE <90 3.2 CONTROL JOINTS SHALL ONLY INTERSECT A CURB OR OTHER STRUCTURAL MEMBER AT ANGLE OF 90". 4. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER "REINFORCING STEEL SPLICE NOTES". 5. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS, U.N.O. 6. THERE SHALL BE NO PLUMBING LINES RUNNING PARALLEL TO, WITHIN OR UNDER ANY FOUNDATION BEAM. 7. PLACE A 10 MIL VAPOR RETARDER OF POLYETHYLENE UNDER ALL CONCRETE SLABS, U.N.O. 8. ALL FOOTING BOTTOMS MUST BE PLACED A MINIMUM OF 12" BELOW FINISH GRADE. SITE WORK NOTES: 1. PERFORM EXCAVATION, ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES, TO THE LINES, GRADES, ELEVATIONS INDICATED ON THE DRAWINGS AND ACCORDING TO RECOMMENDATIONS FOUND IN SUB SURFACE REPORT BY GEOTECHNICAL ENGINEER. 2. ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM MOISTURE CONTENT. A COMPACTION REPORT FROM QUALIFIED SOILS ENGINEER SHALL BE TAKEN AND SUBMITTED TO ENGINEER OF RECORD. 3. PROVIDE SOIL POISONING TO CONTROL TERMITES AS REQUIRED BY GOVERNING CODES. WOOD FRAMING NOTES: 1. VERIFY SHEATHING TYPE AND THICKNESS WITH ROOF MATERIAL MANUFACTURER'S REQUIREMENTS FOR WIND RESISTANCE ATTACHMENT. 2. PRE-ENGINEERED WOOD TRUSS ERECTOR IS REQUIRED TO HANDLE AD INSTALL TRUSSES PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM, INSTALL BRACING IN ACCORDANCE WITH ACSI 1-03, AND LEAVE PERMANENTLY IN PLACE. MOVE TO OPPOSITE SIDE OF CHORD IF NECESSARY DUE TO INTERFERENCE WITH SHEATHING OR CEILING MATERIALS. TOP AND BOTTOM CHORD MEMBERS OR PRE-ENGINEERED TRUSS SYSTEM FOR THE COMPLETED STRUCTURE ARE INTENDED TO BE CONTINUOUSLY BRACED BY SHEATHING AND CEILING FINISHES. THE ROOF TRUSS SYSTEM IS NOT COMPLETE UNTIL ALL BRACING, SHEATHING AND FINISHES ARE PERMANENTLY ATTACHED. SOLID BLOCKING IS REQUIRED AT ALL EVES, EDGES, VALLEYS, RIDGES AND TRANSITIONS. 3. ENGINEER MUST REVIEW AND APPROVE TRUSS SHOP DRAWINGS PRIOR TO FABRICATION. TRUSS ATTACHMENT HARDWARE MAY BE MODIFIED IF REQUIRED. 4. ALL TRUSS TO TRUSS AND OVER FRAMING CONNECTIONS ARE TO BE SPECIFIED BY TRUSS MANUFACTURER. 5. ALL CONNECTORS AND FASTENERS THROUGH OR ADJACENT TO PRESERVATIVE TREATED LUMBER ARE TO BE HOT DIPPED GALVANIZED, STAINLESS STEEL OR SPECIFICALLY APPROVED FOR SUCH USAGE BY THE MANUFACTURER. 6. ALL WOOD SUBJECT TO MOISTURE EXPOSURE OR ADJACENT TO CONCRETE OR MASONRY SHALL BE OF AN APPROVED NATURALLY DURABLE SPECIES OR PRESERVATIVE TREATED APPROPRIATELY FOR ITS INTENDED USE. 7. ALL WOOD WHICH IS TO BE LEFT EXPOSED TO VIEW SHALL BE SELECTED FOR APPEARANCE AND PROPERLY PREPARED FOR FINISHES. 8. THE CONTRACTOR SHALL REVIEW AND APPROVE THE TRUSS PLACEMENT PLAN AND EACH TRUSS DESIGN DRAWING FOR CONFORMANCE WITH THE REQUIREMENTS AND INTENT OF THE CONSTRUCTION DESIGN DOCUMENTS, AND THE EFFECT OF THE TRUSS PLACEMENT PLAN AND EACH TRUSS DRAWING ON OTHER TRADES INVOLVED IN THE CONSTRUCTION OF THE STRUCTURE AND THE EFFECT OF THE OTHER TRADES ON THE TRUSSES. 9. TRUSSES SHALL BE SHIPPED AND STORED IN SUCH AWAY AS TO PREVENT DAMAGE, WARPING AND PROLONGED EXPOSURE TO WEATHER ELEMENTS THAT CAN REDUCE THE STRUCTURAL INTEGRITY OF THE TRUSSES. 11. ALL WOOD NAILS SHALL MEET THE FOLLOWING MINIMUM DIMENSIONS U.N.O. SEE NAIL SIZE CHART. WOOD PRESERVATIVE TREATMENT REQUIREMENTS: 1. AWPA USE CATEGORY UC4B ALL WOOD USED FOR PERMANENT WOOD FOUNDATION OR REQUIRING HEAVY DUTY PROTECTION. 2. AWPA USE CATEGORY UC4A ALL WOOD IN CONTACT WITH OR WITHIN 8" OF THE GROUND. 3. AWPA USE CATEGORY UC3B ALL OTHER EXTERIOR (OR EXPOSED TO THE WEATHER IN ANY FASHION) WOOD MEMBERS. 4. AWPA USE CATEGORY UC3A ALL OTHER WOOD THAT IS REQUIRED BY CODE TO BE PRESERVATIVE TREATED OR OF A NATURALLY DURABLE SPECIES. TERMITE NOTES: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE V-0" AWAY FROM BUILDING SIDE WALLS. 3. IRRIGATION/SPRINKLER SYSTEM INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDE WALLS. 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION THE DISTANCE BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6". EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN 518" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 1816.1.1 6. SOIL DISTRIBUTED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED INCLUDING SPACES BOXED AND FORMED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 1816.1.2 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATIONS OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE THE SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 2304.11 8. INIMUM 6 MIL RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 2304.11, 9. CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 2304.11. 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 2304.11. 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY SOIL DISTRIBUTED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 2304.11. 12. ALL BUILDING ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 2304.11. 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020 SECTION 2304.11. 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING. STRUCTURALSTEEL: 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS, UNLESS NOTES OTHERWISE ON PLAN: ROLLED W SHAPES ASTM A992, GRADE 50 ROLLED C & MC SHAPES ASTM A36 ANGLES ASTM A36 ROUND HSS ASTM A500, GR B (Fy=42 KSI) RECTANGULAR HSS ASTM A500, GR B (Fy=46 KSI) 2. ALL SHOP AND FIELD WELDING SHALL CONFORM TO AWS STRUCTURAL WELDING CODE, ANSI/AWS D1.1, AND ALL WELDS SHALL BE PERFORMED USING E70XX U.N.O. 3. DESIGN CONNECTIONS FOR ALL BEAMS TO SUPPORT HALF OF THE UNIFORM CAPACITY SHOWN IN AISC "TABLES FOR ALLOWABLE LOADS ON BEAMS" FOR THE GIVEN SECTION AND SPAN UNLESS OTHERWISE SHOWN ON PLANS. 4. GROUT BELOW BASE PLATES SHALL BE NON -SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI. 5. HOT -DIP GALVANIZE ALL STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO WEATHER AFTER FABRICATION. ALL FIELD AND ERECTION MARKS SHALL BE COVERED DURING FIELD TOUCH-UP PAINTING. 6. CUTS, HOLES, COPING, AND ALL OTHER MODIFICATIONS REQUIRED TO BE MADE FOR THE WORK OF OTHER TRADES SHALL BE SHOWN IN THE STRUCTURAL STEEL SHOP DRAWINGS, AND SHALL BE PERFORMED ONLY BY THE SHOP ISSUING SAID DRAWINGS, OR OTHER FACILITY APPROVED BY THE ENGINEER TO PERFORM SAID WORK. HOLES IN STRUCTURAL ELEMENTS SHALL BE REINFORCED AS REQUIRED BY THE ENGINEER. 7. CUTS, HOLES, COPING, AND ALL OTHER MODIFICATIONS TO STEEL MEMBERS IN THE FIELD IS NOT PERMITTED WITHOUT THE EXPLICIT APPROVAL OF THE ENGINEER. SUBMITTALS: 1. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: 1.1. REINFORCING STEEL 1.2. CONCRETE MIX DESIGN 1.3. STRUCTURAL STEEL ERECTION DRAWINGS 1.4. METAL DECKS 1.5. OPEN WEB STEEL JOISTS (*) 1.6. STAIRS (*) 1.7. GUARD/HANDRAILS (*) 1.8. MASONRY PRODUCTS INCLUDING VERIFICATION OF fm AND CERTIFICATES FOR ALL OTHER MATERIALS USED IN MASONRY CONSTRUCTION INDICATING THE COMPLIANCE WITH THE CONTRACT DOCUMENTS. 1.9. EMBEDDED ITEMS (PLATES, ANGLES, BOLTS, ETC.) 1.10. ELEVATORS 1.11. PRE-ENGINEERED ALUMINUM CANOPY (*) 1.12. PRE-ENGINEERED FLOOR TRUSSES (*) 1.13. PRE-ENGINEERED ROOF TRUSSES (*) 1.14. TIE DOWN SYSTEM (*) 1.15. PROJECT SIGNAGE {*) 1.16. COLD FORMED STEEL (LIGHT GAUGE STEEL) 1.17. CONCRETE CONSTRUCTION JOINT LOCATION FOR ALL CONCRETE ELEMENTS 1.18. CONTROL JOINT LOCATIONS (CMU CONSTRUCTION) ALL ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SIGNED, SEALED, AND DATED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA. 2. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEERING. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. 3. ALL SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PLAN AND ALLOW (10) WORKING DAYS FOR APPROVAL FROM BELT ENGINEERING'S OFFICE. THIS SHALL BE FIGURED INTO THE CONTRACTOR'S SCHEDULE BEFORE CONSTRUCTION BEGINS. 4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. 5. CHANGES AND ADDITIONS MADE ON THE RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING RE -SUBMITTAL. 10. ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE CLIPS OR STRAPS. ALL CONNECTION HARDWARE SHALL BE SUPPLIED BY SIMPSON STRONG -TIE CO OR APPROVED EQUIVALENT 6. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT MANUFACTURER. ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE REQUIREMENTS WITH THE MAXIMUM NUMBER AND SIZE OF NAILS, BOLTS AND SCREWS, U.N.O. CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. COMPONENTS AND CLADDING PRESSURE ZONES GABLE ROOFS 7'<0 <271 WALLZONES W/ 7' < e 5 30* HIP OR GABLE ROOF SLOPE COMPONENTS AND CLADDING WIND PRESSURE CHART COMPONENTS AND CLADDING COMPONENTS AND CLADDING ULTIMATE PRESSURE SCHEDULE ULTIMATE PRESSURE SCHEDULE WALLS, DOORS AND WINDOWS ROOFS ENCLOSED BUILDING ENCLOSED BUILDING GCP,= +/- 0.18 GCP1=+/- 0.18 (+) INDICATES INWARD; (-) INDICATES OUTWARD (+) INDICATES INWARD; (-) INDICATES OUTWARD EFFECTIVE AREA OF COMPONENT ZONE 5: WITHIN a' OF CORNER ZONE 4: NOT WITHIN a' OF CORNER EFFECTIVE AREA OF COMPONENT ZONE 3r ZONE 3e, 2r & 2n ZONE 2e & 1 0 S.F. < "AREA" < 20 S.F. +34.2 -45.8 +34.2 -37.1 0 S.F. < "AREA" < 20 S.F. +25.5 -110 +25.5 -77.8 +25.5 -48.7 20S.F. < "AREA" < 50 S.F. +32.7 -42.7 +32.7 -35.6 20S.F. < "AREA" < 50 S.F. +18.8 -76.2 +18.8 -67.9 +18.8 -48.7 50 S.F. < "AREA" < 100 S.F. +30.6 -38.6 +30.6 -33.5 50 S.F. < "AREA' < 100 S.F. +16.0 -57.5 +16.0 -55.2 +16.0 -41.8 100 S.F. < "AREA" < 200 S.F. +29.1 -35.6 +29.1 -32.0 200 S.F. < "AREA" < 500 S.F. 1 +27.6 -32.5 +27.6 -30.5 > 100 S.F. +13.9 -57.5 +13.9 -45.7 +13.9 -36.7 > 500 S.F. +25.5 -28.4 +25.5 -28.4 NU I tJ: ALL bUILUINU tLtMtN 1 J tAt'U6LU I U VVINU SHALL tit IN51 ALLtU t'tK MANUt AU I UKtK'S IN51 KUG I IUNS 10 KE515 I I HE WIND PRESSURES INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR AIR AND WATER INTRUSION. WIND LOADS ABOVE ARE ULTIMATE LOADS. USE ULTIMATE WIND PRESSURE W/ ASCE7-16 LOAD COMBINATIONS, MULTIPLY LOADS BY 0.6 TO OBTAIN NOMINAL LOADS. 1n r- o a M -, 2 O � U > O � Z m U W rn N Z O - C� W M J �ww m a CL C:, Jf ;77 LL s= = L w 0; o q• •°`� o� 1211111 l4t' Lu O LL J W W o Q� OaZ ZO�Q p fnLL W r)z<z ) J mWw�_WCL Lu w=m W -1 CO Z- Z) F_ F- Wm WWLLIOmNoww �Z�OQUQZ�QI OQ9�=Z-O(6coLL ~wM) wwo�F-w0 QCOU��LL m�WZ-jF- F- Q it w U Q 2~ w w m L}i>�Q=LUF-"_jrnU3 F - Zm<F_ 0 w < 0 wYHU)OF-O W rL W U5;� U 2 W -20 o O w U) Z O W w w 1111111111 p It �L JpI U Cl ry F_ V) Ld Q LL (r% > O L.L Q u- W -� �®�_ W 0 > 'Lo o- c N JOB NO. E19-751 DATE 12/03/2019 DRAWN VMC DESIGN JWB DESIGN CRITERIA 7 6" 6 w Q ILL 6 o o S3.1 �� 0w wZD- , Upcn 000 aC w M EL cnwcco WNDO. ABV. ------- —— — — IVIF — — — - IN N _ Iu- (3 2 AA F-2 I-------------- 1 --- 4'-6" S 1 — 2 S P-6. DR. ABV. - r MF-2 IVFj MF-1 � N NLL Lco — PF-2 S3.1 I J1 Cj 1 U I $ S3.1 Ic� 4 LL I� (� I I I c.j_ c.j. c.j. L[LMF-2 J I — —— — — 3 V-1 4" CONCRETE SLAB WITH 6x6, W1.4/W1.4 W.W.F. ON 6 MIL PO Y VAPOR RETARDER FILM OVER TERMITE TREATED, 98% MODIFIED PROC TOR ci COMPACTED SOIL. ci I 5 S3.1 c.j. 5 4 I I� I� I m a E 0 FOUNDATION PLAN c.j. U1 aim �►T31 1 S3.1 c.j. ALL STUDS (EXCEPT JAMB STUDS) ALONG WALL LINE "A" ARE S-1 @ 16" O.C. PF-1 PF- c.j. J MLL �! SC-D,5.2 M� LL �I U M I U c MF-1 SWP .1 DR. ABV. LL----------- MF-4 ICI a LL LL ,2 1 L--- MF-4 I------J EXISTING CONCRETE SLAB ALL STUDS (EXCEPT JAMB STUDS) ALONG WALL LINE "D" ARE S-1 @ 16" O.C. WNDO ABV. SC-E,6 SC-E,2 Q m a 0 m a d m a 0 ALL STUDS (EXCEPT JAMB STUDS) ALONG WALL LINE "F" ARE S-1 @ 16" O.C. E F HTT4 + HTT4 + AB-2 AB-2 S2 S2 S2 S2 A SWP-1.1 HTT4 + HTT4 + AB-2 12" AB-2 �O.C.� II ---T ---- ------------------- - — - — ----- IS2 S2 S2 S2 S2 S2 A J2 S3 HTT4 + AB-2 S4 S4 S4 S4 S4 B SWP-2.2 HTT4'+ HTT4 + AB-2 AB-2 1 S1 S1 S1 S1 S1 S1 c SWP-3.1 HTT4 + AB-2 I I' J1 S1 S1 S1 S1 S,� SWP-3.2 D A I jS2 S2 S2 S2 S2 S2 S2 S2 I I HTT4 + HTT4 + AB-2 AB-2 SWP-6.1 B I S3 S3 S3 J2 1 - — - — - — - - — - ----�---- I HTT4 + AB-2 SWP-6.2 S3 S3 S3 S3 D I S3 �3 S3 J4 HTT4 + HTT4 + AB-2 AB-2 SWP-6.3 SCALE: 1/4"=1'-0" E MONOLITHIC STIFFENED SLAB PAD FOOTING SCHEDULE DESIGNATION WIDTH LENGTH DEPTH TOP ELEVATION REINFORCING PF-1 5'-8" 5'-8" 1'-9" 0'-0" #5's @ 8" O.C. EA. WAY, BOTTOM J3 S3 S3 S3 S3 J2 PF-2 2'-0" 2'-O" V-4" 0'-0" #5's @ 8" O.C. EA. WAY, BOTTOM / G 1 - --- --- -- — - — - - I ------ - — - — - ---- --- CONTINUOUS MONOLITHIC SLAB STIFFENER FOOTING SCHEDULE `�Jv 0 DESIGNATION WIDTH DEPTH TOP ELEVATION REINFORCING MF-1 1'-O" V-4" MIN 0'-0" TWO #5's T&B; #3 "J" TIES @ 16" O.C. I MF-2 1'-0" V-4" MIN VARIES TWO #5's T&B; #3 "J" TIES @ 16" O.C. HTT4 + MF-3 0'-8" 0'-8" 0'-0" ONE #5 B AB-2 MF-4 0'-8" 0'-8" VARIES ONE #5 B A SWP-6.4 F J2 S2 I S2 S2 S2 S2 S21 - - — - — - — I — - — - — - --------- -- ---- I HTT4 + HTT4 + AB-2 AB-2 SWP-6.5 SHEARWALL PANELS Lo o mo rn M rn M C14 � a LL U 2 O U C7 J z co W cn cV Z ca � (D M W j F- ILL w CO co t� QQ ®®®®tItllBlggp,` •.�®, LL�'•20 E O Nr p •: c , 1 z p:0 U ®�r®��d -41 d 8619pt•Vo�°°°°° o @) LL -j U) w 0 D' O¢Z ZO-JQ 0 ALL W U)z<K<U) J m�wPwa�oW=m wmwwCo2Z)o -mow W O m N cn W H C) J OW % V Q Z H OQw,=Z00 Qli Q��W�m-jWZDo F--F-WX -�l-cA=0Sr JWm lio W I- w�� �Owz�z2w z z= o�Qo 0 YFe /JC71>>Ow U} W W> V H W —�O O TF 7 U) z 0 U) W �oom�oe� ch Ld D U p II II L� 0 LLJ 0 > 0 77 Q LL U) �— W —3 ® _ 0— ct > Lo IL M M LLI N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB FOUNDATION PLAN 2 DETAIL SCALE: 3"=V-0" ' FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. w LL Z w 0 U O a w 0 co CFSH-1 SC-66 TWO CB-1 CLAD INSIDE AND OUTSIDE OF ALL WALLS AT GRID -LINES 6 AND 7 WITH 32" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. LL U o m N f0 O O O CLIP CA + FOUR CB-1 ez 1000T200-68 15'- $" TWO CB-1 TWO CB-1 M CLAD INSIDE AND OUTSIDE OF ALL WALLS AT GRID-LINESco 0 1 M v 1, 2 AND 3 WITH 135" SHEATHING PANELS. SOLID BLOCK �l N O _ ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. o AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND o x o TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. v o SC-62 CFSH-1 1000T200-68(50) A) (B) (C WALL AND DECK FRAMING PLAN SCALE: 1 /4"=1'-0" 0 0 0 L�J SC-E6 SC-D,5.2 CFSH-1 SC-F5 0 LL U CLAD OUTSIDE ONLY OF WAL S AT GRID -LINES A AND F WITH 32" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL N ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS C) AND AT 8" O.C. ON INTERIOR SUPPORTS. M cn v N (n 0 0 v �G� CFSH-2 F 60OT200-54 (50) TRACKT1 60OS200-54 (50) JAMB J1 600S16243 (33) 600S162-43 (33) @ 16" O.C. @ 12" O.C. STUD S1 STUD S2 COMMON TRACK 60OS300-97 (50) JAMB J2 TWO 60OS300-97 (50) JAMB J3 JAMBS ATTACH EACH END OF CFSH-1 BOX HEADER TO JAMB STUD WITH TWO STIFFCLIP HE(L) AND SIXTEEN F-5 FASTENERS T1 60OS62-43 (33) T1 F-4 AT 12" O.C. BOTH SIDES HEADER BEAM CFSH-1 HEADERS CFS MEMBERS DETAIL SCALE: 3"=V-0" 60OS200-43 (33) @ 12" O.C. STUD S3 & STUDS 60OS250-54 (50) @ 12" O.C. STUD S4 THREE 60OS300-97 (50) JAMB J4 ATTACH EACH END OF CFSH-2 BOX HEADER TO JAMB STUD WITH TWO STIFFCLIP HE(H) AND TWENTY-EIGHT F-5 FASTENERS T1 60OS250-54(50) T1 F-4 AT 12" O.C. BOTH SIDES HEADER BEAM CFSH-2 Lo o O rn m rn M M 04 N °vs *k u- U c`-`b ®Ja` W O o a� w tr b� Oco 1 • << a op`�o�®`® W @� U� 0 w—jco w 0 d O Q Z z O J¢ p ULL W WZ<-<W =' pwpJWFW W0MWD oW=m W-1 o�� W m W w w O m c V U) W W �0 00>UQZ>-wI=- pQ�cn=ZOO <LL ~www�1=F�-wp f'(.7Uwwm_jOZ_� =00Ou-w W m� } J� ? 0 w F- W W m U)O�WI-W Wmc� ~ Z 2 Z~ Z= 0 w Q O wYe U)COI-0w a W W U W -20 0 O Ld D 0 1- 7 V d C L—O-- 0 � 0 LL W J ®�_ a- W > Lo m � MN JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB FRAMING PLAN FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S1.2 SC-B,6 FIVE CB-1 FIVE CB-1 SC-6,2 I'1 ROOF SUPPORTS PLAN SCALE: 1 /4"=V-0" z 0 p x Lu LL FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION' BY THE ENGINEER. FIVE CB-1 FIVE CB-1 mom HIGH WINDOW HIGH WINDOW 9 FIVE CB-1 SC-D,5 FIVE CB-1 FIVE CB-1 FIVE CB-1 FIVE CB-1 N W m cn E SC-E,6 SC-E,2 FIVE CB-1 SC-F,5 F U-) T M O 0) W 0) co M M M T N a IXi L) 2 O U > O J Z m =W U W (n N Z T /n M W J J W W Q a CD c+) T C 1Z1�.• O EL LU LL J O Q Z Z O J Q p F- LLW (nZQZQU J LU m_1WF=-WO..-JoWXM W m W W m 2 p p F- F- W F=-pJtiOjOQZ}wI=- U OQ�U=Z-Oc6wLL WW V F-UOW Z }PI"LL W J LL 0 Lu - W -i U) n F-Z=ZF-Z=pw`t0 it cnC7Fgg0W a U}LL Lu FF--- W -20 p O w W H 0 Z 0 U) w ®o®®®®mm®l Ld D Ld ::D V o Ld 0 w0 < LL. W -� ® _ W > Lo oCL m MN JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB ROOF SUPPORTS PLAN S1.3 � T I?o T— T GABLE RAKE GABLE RAKE rn rn (h CM CA T N W a w[1 12 S3,3 33 12 41� �42 Lu GABLE RAKE GABLE RAKE LL > 12 12 0 GABLE RAKE W - -_ ____ 4.�__. 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E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB ROOF FRAMING PLAN SIA FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVE BY TH E HE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION' BY THE ENGINEER. ����r"uauer���wu�"r� M���u�wurwwuux�wuuwurw�;u� i li L1�:LJ ri1 SECTION KEY SCALE: 3/64"=1'-0" FABRIC REINFORCED HYDROSTOP- PREMIUM COAT ROOF MEMBRANE INSTALLED PER FLORIDA PRODUCT APPROVAL NUMBER FL15491.1 8" SIPS PANELS INSTALLED PER FLORIDA PRODUCT APPROVAL NUMBER FL15491.1 CLAD OUTSIDE ONLY WITH 3Z" SHEATHING PANELS SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. CFS FRAMING 0'-0" TFIN. FLR I�rJ L_j SECTION SCALE: 3/8"=1'-0" SECTION SCALE: 3/8"=1'-0" CLAD OUTSIDE ONLY WITH 32" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. CFS FRAMING CFS CLAD UNDERSIDE OF FLOOR JOISTS WITH -13-1" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. FABRIC REINFORCED HYDROSTOP PREMIUM COAT ROOF MEMBRANE INSTALLED PER FLORIDA PRODUCT APPROVAL NUMBER FL15491.1 8" SIPS PANELS INSTALLED PER FLORIDA PRODUCT APPROVAL NUMBER FL15491.1 CFS FRAMING HEADER PER DETAIL T1; TYPICAL SILL CLAD INSIDE AND OUTSIDE OF ALL WALLS AT GRID -LINES 1,2 AND 3 WITH,?" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. 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' �o -CLAD OUTSIDE ONLY WITH 32" SHEATHING PANELS.71 SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4' O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. T1; TYPICAL SILL I { £ [ i L € t —CFS FRAMING _CFS FRAMING -- - ----------- ------ CLAD UNDERSIDE OF FLOOR JOISTS WITH32 SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH CLAD OUTSIDE ONLY WITH 3z SHEATHING PANELS. FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. E SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS j Lu O ON INTERIOR SUPPORTS. AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. > J \� _/r N LL LL ( U) i— W J i O _ a. W I OLoa- ! W L cv) N 0'-0" TFIN. FLR e � JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB SECTIONS FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S2.2 4" CONCRETE SLAB ON 6 MIL POLY VAPOR RETARDER FILM WITH 6x6 W1.4NV1.4 W.W.F.; TYPICAL GARAGE FLOOR. L TERMITE TREATED EARTH COMPACTED TO 98% MODIFIED PROCTOR DENSITY. TYPICAL INDOOR FLOOR SLAB 1 DETAIL S3.1 SCALE: 3/4"=T-0" TYPICAL OUTDOOR CONCRETE SLAB. Tiv 3"=1'-0" SAW -CUT SLAB 1" DEEP AND FILL WITH POLYUREA JOINT SEALANT. L TERMITE TREATED EARTH COMPACTED TO 98% MODIFIED PROCTOR DENSITY. TYPICAL INDOOR FLOOR SLAB AT CONTROL JOINTS 2 DETAIL S3.1 SCALE: 3/4"=T-0" TYPICAL INDOOR CONCRETE SLAB. ONE #5 CONTINUOUS --' 1---- 8 TWO #5's CONTINUOUS BOTTOM II TOP AND BOTTOM TIE-IN OF SIDE PORCH SLAB TO MAIN BUILDING THROUGH DOORWAY DETAIL SCALE: 3/4"=V-0" CFS STUDS "S1" @ 16" O.C. PROVIDE CRC BRIDGING @ NOT MORE THAN 48" O.C. ATTACH EACH FLANGE OF ALL STUDS TO TRACK AT TOP AND BOTTOM WITH TWO FASTENERS F-2 CONTINUOUS. BOTTOM TRACK 71" WITH F-1 TO CONCRETE @ 12" O.C. 7 EXISTING FOUNDATION AND SLAB TYPICAL 15'-2" CFS WALL 13 DETAIL 53.1 SCALE: 3/4"=1'-0" CFS STUDS PER NOTES @ 12" O.C. PROVIDE CRC BRIDGING @ NOT MORE THAN 48" O.C. ATTACH EACH FLANGE OF ALL STUDS TO TRACK AT TOP AND BOTTOM WITH TWO FASTENERS F-2 NOTE: SLOPE TYPICAL "EXPOSED TO WEATHER" FLOORS TO DRAIN PER ARCHITECTURAL PLAN. L TERMITE TREATED EARTH COMPACTED TO 98% MODIFIED PROCTOR DENSITY. SIDE PORCH FLOOR SLAB 3 DETAIL S3.1 SCALE: 3/4"=V-0" VS STUDS "S1" @ 16" O.C. PROVIDE CRC BRIDGING @ NOT MORE THAN 48" O.C. ATTACH EACH FLANGE OF ALL STUDS TO TRACK AT TOP AND BOTTOM WITH TWO FASTENERS F-2 NTINUOUS BOTTOM TRACK'71" VITH F-1 TO CONCRETE @ 12" O.C. TYPICAL 13'-5" CFS WALL 9 DETAIL S3.1 SCALE: 3/4"=V-0" CONTINUOUS BOTTOM TRACK'71" € € WITH F-1 TO CONCRETE @ 12" O.C. EX/ISTING FO DATION ASLAB TYPICAL CFS GABLE WALL ON EXISTING FOOTING 14 DETAIL S3.1 SCALE: 3/4"=V-0" FIN. z w ow LL 0 ❑ O J LL. O w Q U) city 2 LL SAW -CUT SLAB 1" DEEP AND FILL WITH POLYUREA JOINT SEALANT.—, L TERMITE TREATED EARTH COMPACTED TO 98% MODIFIED PROCTOR DENSITY. SIDE PORCH FLOOR SLAB AT CONTROL JOINTS 4 DETAIL S3.1 SCALE: 3/4"=V-0" 3 PSTUDS PER NOTES @ 12" O.C. VEDE.I CRC BRIDGING @ NOT MORE THAN 48" O.C. ATTACH EACH FLANGE OF ALL STUDS TO TRACK AT TOP AND BOTTOM WITH TWO FASTENERS F-2 NTINUOUS BOTTOM TRACK 71" VITH F-1 TO CONCRETE @ 12" O.C. TYPICAL CFS GABLE WALL ON NEW FOOTING 10 DETAIL S3.1 SCALE: 3/4"=V-0" 23132" APA RATED STURDIFLOOR PANELS ATTACHED WITH A FULL BED OF CONSTRUCTION ADHESIVE AND FASTENERS F-7 AT 6" O.C. AT PANEL ENDS AND TERMINATIONS AND AT 12" O.C. ON INTERIOR SUPPORTS. COLD FORMED STEEL FLOOR 1 JOISTS @ 16" O.C. SEE PLAN FOR SIZE. COORDINATE SPACING WITH STRUCTURAL STEEL CLIPS TYPICAL FLOOR SYSTEM DETAIL SCALE: 1 1/2"=V-0" WELDED STAIR TREAD CLIPS. SEE DETAIL PRE -DRILL HOLE IN FLOOR AND INSTALI BASE STUD INTO SII 22 EPDXY. — , , rwn� nvvvvn a..vlvvr�l- 1 a_ SLAB. FLOOR SLAB AT STAIR FOOT 5 DETAIL S3.1 SCALE: 3/4"=V-0" S-8" I IIII 6„ SIDE PORCH OVERHANG FRAME COLUMN SET BASE PLATE STUDS IN SIMPSON SET 22 EPDXY. PROVIDE TEMPORARY BRACE. ONE #3 "J" BAR AT 16" O.C. ONE #3 "J" BAR AT 16" O.C. TYPICAL OUTDOOR TYPICAL OUTDOOR CONCRETE SLAB. �� CONCRETE SLAB. _ — — — — — Z Z (� u _. z II III IIII TWO #5's CONTINUOUS TWO #5's CONTINUOUS �L TOP AND BOTTOM TOP AND BOTTOM SIDE PORCH SLAB EDGE FOOTING 6 DETAIL S3.1 SCALE: 3/4"= V-0" STEEL COLUMN; SEE PLAN AND SCHEDULE. FOUR AB-2's PROVIDE LEVELING NUTS, !€ II SET COLUMN IN 16" SQUARE x6" DEEP POCKET FLAT WASHERS AND ATTACHMENT I 1 AND FILL UNDER WITH NON -SHRINK GROUT. NUTS. i F] CONCRETE FOOTING; SEE PLAN AND SCHEDULE. TYPICAL INDOOR CONCRETE SLAB. ONE #5 CONTINUOUS BOTTOM TYPICAL STEEL COLUMN FOOTING DETAIL 12 DETAIL 8" --� SIDE PORCH SLAB EDGE FOOTING 7 DETAIL S3.1 SCALE: 3/4"=V-0" VS STUDS "S1" @ 16" O.C. PROVIDE CRC BRIDGING @ NOT MORE THAN 48" O.C. ATTACH EACH FLANGE OF ALL STUDS TO TRACK AT TOP AND BOTTOM WITH TWO FASTENERS F-2 NTINUOUS BOTTOM TRACK 71" )NITH TWO F-1 TO CONCRETE @ 12" O.C. TYPICAL "CENTER" CFS WALL FOUNDATION AND Lo 0 0 C T 1 , m co <") CM 0) T T N a UU- U m O 6 U mm ZR fA N Z Co T - C� M W U- J W m Md Ln Q 0 r s�l� , . • • o°z a) °°°°Js;rao ae� PO4b®® w O75 LL J U) W ❑ OIn LLwcAZUJ QZQcc m�wrwJa-Iowuj =m W -i mm5oPF- W m W m W O m N U) W W p J O> V Q Z 0 F-WD2W-0 oF— QCOUHwmL—LJ w �❑W a'}~0 W =��J w JU)Fn m F- Zsz 2 Z F- Z= 0 w Q O � Ye Q_ 0 ~ O W LL U} LL W `� U co —2O ❑ O w TF OR S3.1 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" U)Z O C7 W 11'-0" STEEL CHANNEL LOFT EDGE — FRAMING, SEE PLANS AND DETAILS FOR SIZE DETAIL SCALE: 1 1/2"=V-0" NON-STRUCTURAL CFS LOFT SEPARATION WALL. 362S162-33 (33) STUDS AT 16" O.C. ATTACHED TO TRACK WITH ONE F-4 EACH FLANGE. TYPICAL TRACK FOR NON-STRUCTURAL WALL IS 362T125-33 (33) ATTACHED THROUGH TO STEEL WITH 0.145 DOME HEADED PINS AT 16" O.C. O w z OO� LL 0 ❑ o L 23/32" APA RATED STURDIFLOOR PANELS ATTACHED WITH A FULL BED OF O ❑ CONSTRUCTION ADHESIVE AND FASTENERS F-7 AT 6" O.C. AT PANEL ENDS AND Q TERMINATIONS AND AT 12" O.C. ON INTERIOR SUPPORTS. - chiv 2 FL .,_..__.___-.._.._ _ . __..______ — _---- W _--..___._..._._ v.__--- _ — _ . Y _ _ .. - _ --- I__ , 0 0 t 0 o I COLD FORMED STEEL JOIST FLOOR FRAMING. SEE PLAN FOR SIZE. 0___ ATTACH EACH JOIST TO STRUCTURAL STEEL CLIP WITH SIX F-3 FASTENERS TYPICAL FLOOR EDGE AT CHANNEL SUPPORT O Z �J V LL�J 0 ry L.Li 0i 0 �O IL Q C �- W --� ®CE ~_N LL a- W = o IL L co N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB DETAILS ' FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S3.1 S1 STUDS AT 16" O.C. ALIGN WITH FLOOR JOIST BEARING. ATTACH CONTINUOUS T1 TO EACH FLOOR JOIST TO WITH TWO F-2 FASTENERS 23/32" APA RATED STURDIFLOOR PANELS ATTACHED WITH A FULL BED OF CONSTRUCTION ADHESIVE AND FASTENERS F-7 AT 6" O.C. AT PANEL ENDS AND TERMINATIONS AND AT 12" O.C. ON INTERIOR SUPPORTS. .. --..-_. .. .. — ..—...—. — _._. _ _._ — COLD FORMED STEEL JOIST FLOOR FRAMING. SEE PLAN FOR SIZE AND SPACING. ATTACH EACH FLOOR JOIST TO CONTINUOUS T1 WITH FOUR F4 FASTENERS S1 STUDS AT 16" O.C. ALIGN WITH FLOOR JOIST BEARING. PREMIUM PAINTED FINISH ON 4 x 2 4 x 2 4 5052-H32 ALUMINUM PLATE. PROVIDE CENTERED,16' THROUGH HOLE AND FULLY WELDED ASME B18.2.2, 1/2-13 ALUMINUM NUT ON TOP SIDE. FULLY WELD PLATE, CENTERED, ONTO THE BOTTOM OF THE TUBE POST. GRIND SMOOTH FOR PAINT. 0� Z O ZE LL O cl O �LJ J rj LL _j 00 J W Q U) il.t Z ATTACH POST THROUGH TO CHANNEL WITH 1/2-13x2 4" 8-18 STAINLESS STEEL HEX BOLTS INTO CENTERED, FIN.FL. FULLY WELDED ASME 818.2.2, 1/2-13 ALUMINUM NUT AT THE POST BOTTOM. CAP ENDS OF FLOOR JOISTS WITH CONTINUOUS 10OT200-43 (33). ATTACH COORDINATE WITH THE FLOOR FINISH TO JOIST AT TOP AND BOTTOM FLANGE WITH ONE F-4 FASTENER. 11'-0" FIN.FL. COLD FORMED STEEL JOIST FLOOR 0 0 FRAMING. SEE PLAN FOR SIZE AND SPACING. 1 0 o i 0 o i ATTACH EACH JOIST TO STRUCTURAL STEEL CLIP WITH SIX F-3 FASTENERS DETAIL TYPICAL FLOOR TO WALL DETAIL RAIL POST TO CHANNEL 5:3.1 SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=V-0" • CLAD WALL WITH 2" SHEATHING - PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, ' TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. • ATTACH POST THROUGH TO LOWER WALL TOP TRACK WITH 1/2-13x13" 8-18 STAINLESS STEEL HEX BOLTS 23132" APA RATED STURDIFLOOR INTO CENTERED, FULLY WELDED ASME B18.2.2, 112-13 PANELS ATTACHED WITH A FULL ALUMINUM NUT AT THE POST BOTTOM. BED OF CONSTRUCTION ADHESIVE AND FASTENERS F-7 AT 6" O.C. AT PANEL ENDS AND TERMINATIONS • COORDINATE WITH THE FLOOR FINISH AND AT 12" O.C. ON INTERIOR SUPPORTS. TWO 1000S162-68 (50) BACK TO BACK COLD FORMED STEEL JOIST FLOOR FRAMING. SEE PLAN FOR SIZE AND SPACING. -- -�- --- TWO 1000S162-68 (50) - BACK TO BACK --.w._. _ --------------------- ATTACH EACH JOIST TO BACK TO BACK CLAD UNDERSIDE OF FLOOR JOISTS DOUBLE WITH STIFFCLIP LB800 WITH WITH 2" SHEATHING PANELS. SOLID FOUR F-Ts EACH WAY. BLOCK ALL JOINTS AND ATTACH I 3 WITH FASTENERS F-7 AT 4" O.C. AT S1 STUDS AT 16" O.C. ALIGN CLAD WALL WITH 35" SHEATHING ALL ENDS, EDGES, TRANSITIONS, WITH FLOOR JOIST BEARING. I PANELS. SOLID BLOCK ALL JOINTS CUTS AND TERMINATIONS AND AT 8" AND ATTACH WITH FASTENERS F-7 O.C. ON INTERIOR SUPPORTS. AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON I I INTERIOR SUPPORTS. 4 DETAIL S3.2 SCALE: 1-1/2"=V-0" COLD FORMED STEEL J IST FLOOR FRAMING. SEE PLAN FOFl SIZE AND SPACING. DETAIL S1 STUDS AT 16" O.C. ALIGN WITH FLOOR JOIST BEARING. • n •[ ATTACH CONTINUOUS T1 TO EACH FLOOR € JOIST TO WITH TWO F-2 FASTENERS CLAD WALL WITH 32" SHEATHING - PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. TWO 1000S162-68 (50) BACK TO BACK 23/32" APA RATED STURDIFLOOR PANELS ATTACHED WITH AFULL BED OF CONSTRUCTION ADHESIVE AND FASTENERS F-7 AT 6" O.C. AT PANEL ENDS AND TERMINATIONS AND AT 12" O.C. ON INTERIOR SUPPORTS. COLD FORMED STEEL JOIST FLOOR o o FRAMING. SEE PLAN FOR SIZE AND SPACING. I ATTACH EACH JOIST TO BACK TO BACK CLAD UNDERSIDE OF FLOOR JOISTS DOUBLE WITH STIFFCLIP LB800 WITH WITH B" SHEATHING PANELS. SOLID FOUR F-Ts EACH WAY. BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. DETAIL SCALE: 1-1/2"=V-0" DETAIL SCALE: 1 1 /2"=V-0" S1 STUDS AT 16" O.C. ATTACH CONTINUOUS T1 TO EACH FLOOR JOIST TO WITH TWO F-2 FASTENERS 23/32" APA RATED STURDIFLOOR PANELS ATTACHED WITH A FULL BED OF CONSTRUCTION ADHESIVE AND FASTENERS F-7 AT 6" O.C. AT PANEL ENDS AND TERMINATIONS AND AT 12" O.C. ON INTERIOR SUPPORTS. CLAD UNDERSIDE OF FLOOR JOISTS WITH 2" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. ATTACH POST THROUGH TO LOWER WALL TOP TRACK WITH 1/2-13x13" 8-18 STAINLESS STEEL HEX BOLTS INTO CENTERED, FULLY WELDED ASME B18.2.2, 1/2-13 ALUMINUM NUT AT THE POST BOTTOM. COORDINATE WITH THE FLOOR FINISH DETAIL SCALE: 1-1/2"=V-0" CLAD WALL WITH 32" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. 23/32" APA RATED STURDIFLOOR PANELS ATTACHED WITH A FULL BED OF CONSTRUCTION ADHESIVE AND FASTENERS F-7 AT 6" O.C. AT PANEL ENDS AND TERMINATIONS AND AT 12" O.C. ON INTERIOR SUPPORTS. COLD FORMED STEEI_ JOIST FLOOR FRAMING. SEE PLAN FOR SIZE AND SPACING. CLAD UNDERSIDE OF FLOOR JOISTS WITH2" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. S1 STUDS AT 16" O.C. ALIGN WITH FLOOR JOIST BEARING. 23/32" APA RATED STURDIFLOOR 362S162-33 (33) STUD WEB STIFFENER AT EACH CANTILEVERED JOIST BEARING PANELS ATTACHED WITH A FULL AT 16" O.C. ATTACHED TO JOIST WITH ONE TWO F-4's TOP AND BOTTOM. [ BED OF CONSTRUCTION ADHESIVE AND FASTENERS F-7 AT 6" O.C. AT ATTACH EACH JOIST TO BACK TO BACK PANEL ENDS AND TERMINATIONS AND AT 12" O.C. ON INTERIOR DOUBLE WITH STIFFCLIP LB800 WITH SUPPORTS. FOUR F-Ts EACH WAY. I COLD FORMED STEEL JOIST FLOOR - COLD FORMED STEEL JOIST FLOOR FRAMING. 1000S162-68 (50). FRAMING. 1000S162-68 (50). — ___ — _-_. ----- — _. w __ _.. .......— — — — ___ .. _ — ._.__.._ _ _.. ___ .._._......... _._ .___ _ _ ._. ....... — — . ._ . — — ..._....�.. ...... _ � — _ _ _ _.....— — _� . _-._ _ — __._ __ — ---- _._ _ — _.. _ _ — _._ o o _ _ _ _ ____ _._ _.__ � ........... _ . — _ � ...__. — _ _ _.__ TWO 1000S162-68 (50) BACK TO BACK. S3.2 SCALE: 1-1/2"=V-0" FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S1 STUDS AT 16" O.C. ALIGN WITH FLOOR JOIST BEARING. CLAD WALL WITH 32' SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. CLAD UNDERSIDE OF FLOOR JOISTS WITH 32" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. S1 STUDS AT 16" O.C. CLAD WALL WITH 32" SHEATHING PANELS. SOLID BLOCK ALL JOINTS AND ATTACH WITH FASTENERS F-7 AT 4" O.C. AT ALL ENDS, EDGES, TRANSITIONS, CUTS AND TERMINATIONS AND AT 8" O.C. ON INTERIOR SUPPORTS. CAP ENDS OF CANTILEVERED FLOOR JOISTS WITH CONTINUOUS 10OT200-68 (50). ATTACH TO JOIST AT TOP AND BOTTOM FLANGE WITH ONE F-4 FASTENER. L O M M 0 M M cq .-- N a LL v 2 O � O > O J Z m FF = W cn (14 Z Z)rn - C� [M H U- w m co ��,®®a9i18I®6ggg® ®,� 'v •� E g� fl Q°• U fib- �Qc Z fl.°O peel ""III P �' 0,11 0- M O(l) W p OQZ ZO-�Q 0 LL W (1)Z< Z Q U) J m J W� W m-j o w= m W_j m�poH.l- WmWWWOmN(nWW �p�0>UQz�wp OU lzo0 Qu LLI F_ W�m0pz LLI F- JO �Ww� I-�W=22=� r_jI.- =p=rLULUCO O W Z� Z= W W(,) Z wZm<U)(9 cl W Qa Fn C)} W LLISUH W -z>0 p O w W Q 111111111 LL1 C d u) 0 n n u W Q LL W F W O m cr-00 CO N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB DETAILS S3.2 { SCALE: 1 1/2"=1'-0" CUSTOM BENT 20 ga. CONTINUOUS RIDGE CAP FASTENERS F-9, SIX PER PANEL; SPACE AT NOT MORE THAN 8" O.0 12 4 PLATE TWO WITH F-4's TO EACH STUD FLANGE TYPICAL RIDGE BEAM DETAIL SCALE: 1 1/2"=V-0" DETAIL SCALE: 1 1/2"=V-0" FASTENERS F-9, SIX PER PANEL; SPACE AT NOT MORE THAN 8" O.C. `Z\ 1 1 V-8 5/8" �.✓ CONTINUOUS 20 ga. CUSTOM -I BENT FASCIA CAP WITH ONE F-6 TOP AND BOTTOM AT 15" O.C. STEEL BEAM, SEE PLANS AN DETAILS FOR SIZE TYPICAL PORCH EAVE BEAM SECTION SCALE: 1 1 /2"=V-0" TYPICAL ROOF PANEL STEEL BEAM. SEE PLAN AND DETAILS FOR SIZE TYPICAL ROOF TO INTERMEDIATE GARAGE STEEL BEAM DETAIL DETAIL SCALE: 1 1 /2"=V-0" SCALE: 1 1 /2"=V-0" 1 TYPICAL ROOF PANEL 12 4 1/2 CONTINUOUS 20 ga. CUSTOM -J BENT FASCIA CAP WITH ONE F-6 TOP AND BOTTOM AT 15" O.C. TYPICAL WALL STUD TYPICAL 4 2:12 EAVE DETAIL SCALE: 1 1/2"=V-0" TYPICAL WALL STUD DETAIL SCALE: 1 1 /2"=V-0" TYPICAL 4:12 EAVE I ttx8" A307 A.T.R. W/TWO NUTS TWO STANDARD FLAT WASHERS ANCHOR BOLT AB-1 5MIV' LARGE DIAMETER TAPCON ANCHOR BOLT AB-2 go 5I8-11x 2'A325 CONNECTION BOLT CB-1 F-1 7/4 X 13/4 HWH TAPCON F2 HWH 1/4-14 1TEKS/3 F3 rtMN'H' ��1 2-14XS'4 TEKS/3 F f ® �f"'^� PAN 110-1S<3/4 TEKS/3 F� ® TRUSS lU--'— TRUSS 10-i2x3/4 T/2.5 F� Io 114-14 111 TH S.D. , LAPTEK F4 ® 0311AIIIVII� 10-1&1-13116 PSD Flat TEKS13 FAG 10-4 FAB-LOK #14xlM S.D. TRUFAST SCREW W/ 1 1/ - NEO WASHER HD-10000 L- CONTINUOUS 20 ga. CUSTOM BENT FASCIA CAP WITH ONE F-6 TOP AND BOTTOM AT 15" O.C. 12 4 F- FASTENERS F-9, SIX PER PANEL; SPACE AT NOT MORE THAN 8" O.C. TYPICAL ROOF PANEL CONTINUOUS 16 ga. CUSTOM BENT BEAM TOP CAP STEEL BEAM. SEE PLAN AND DETAILS FOR SIZE NON LOAD BEARING LOFT WALL COLD FORMED STEEL WALL FRAMING. SEE PLAN FOR SIZE AND SPACING. TYPICAL ROOF TO INTERMEDIATE STEEL DETAIL BEAM SCALE: 1 1/2"=V-0" TYPICAL ROOF PANEL l CONTINUOUS T1 TRACK WALL CAP WITH TWO F-4'S TO EACH STUD FLANGE DETAIL SCALE: 1 1/2"=V-0" TYPICAL WALL STUD FASTENERS F-9, SIX PER PANEL; SPACE AT NOT MORE THAN 8" O.C. TYPICAL GABLE RAKE I- CONTINUOUS 20 ga. CUSTOM BENT FASCIA CAP WITH ONE F-6 TOP AND BOTTOM AT 15" O.C. Lo 0 0 rn rn 0) m (h M 0) N a- LL U 2 O 0 U 0 J Z m � m w U W In N Z G7 co w LL W QQm M a 02 w •6'. 2 E ow Cjo' r � � �eeeprrrrr�re'p4O��N� o� 0 u. -j m w 0 O LL W W Z Q Z Q w pwp J w� W aq o Wi M W J m 2 o H w m W W O m N U W w �o-o>oQZ>-wi- OQ�cn=zq0 Nw E w�ww�wo F-o L-W m_jwZJ �OOti Wm� =OD- ~�F-U) o=wcwi)m l-Z=ZwZ=WWWZ 0wQO CrY�Q(nU' F-Ow a U%-W W�UI�- W -20 O O w W F- Q 0 Z 0 C7 W cr- rnocam®c II it U L_I P LL LL. Q W ® ry . r 'I 'iI O W �) COLr- N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB DETAILS FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S3.3 Ln 0 0 M — m co v 0) 0)0) ...,., .. M M 0) N a- LL U 3 @ i 3„ g„ @; PROJ. EMBED f O � U I J Z PROJ. EMBED 3" g" 5l8-11x12" A307 A.T.R. m w PROJ. i� EMBED W/NUT AND F.W. ONE UNIT OF SIMPSON "SET 22" m m z EPDXY IS REQUIRED PER I I co w 518-11x12" A307 A.T.R. TWELVE BOLT INSTALLATIONS. ! — u' W/NUT AND F.W. 5/8-11x12" A307 A.T.R. m W/NUT AND F.W. ANCHOR BOLT AB-1 a Q ONE UNIT OF SIMPSON "SET 22" cl) EPDXY IS REQUIRED PER ONE UNIT OF SIMPSON "SET 22" SHIP COLUMN WITH TWO ABA's F TWELVE BOLT INSTALLATIONS. EPDXY IS REQUIRED PER ANCHOR BOLT AB-2 TWELVE BOLT INSTALLATIONS. �6aeeee SHIP COLUMN WITH TWO AB-2's ANCHOR BOLT AB-1 SHIP COLUMN WITH TWO ABA's gyp} E jm C P- I i N �� .•'S + I I q ®aaeaaeet;!° o a) _J N LL J C/) w UQZ ZQ 0 �No rT°° mJw—wm..40 mm Li WLIJ�=WJO W—.� m��Npl—F r 20JC•wom Nwwm PL4x4x0'-4" PL4x4x0'-6" P 4x4x0'-6" 0 z uLLi ¢ z 0 U Q LL TYP. TYP. TYP. F- 00 U W Wp2W m_, o Z M 0 1/8 1/8 1/8 = o Z) Uj O L- W w m J .-1N I. W �>-F f— W S22- 18'-6 1 /4" 18'-6 1 /4" T.O.C. _ T.O.C. = 1T,O.C/4 = LL O w z z= W W< z mz�Qu�(9HSUwQO 14' —If►I E 4,11c r"o V LL w OW�O ��a[ �6 W I O 4 O Q I o 91-6 0 0 rloo Moo X1. TYP. 3/16 1 x-P L-1x 31 x 0'-10" Bx32 PLex32x0'-10" PL010" € BOTH SIDES TYP. f i $ z 3/16 ! ? 3/16 TYP. 1 O I f I I o Z C,i 11 '4 "5 16 rr co of I � o A —N7 A i , i �C HSS 6x4x4xl V-5 z" HSS 6x4x4xl8'-5 z" Ld� , p V FI7 N. FL. Ld HSS 4x4x4x18'-9 2" p B.O.P. 0'-0" B.O.P. 9 ( FIN. FL. FIN. FL. B.O.P. pII II � A LLJ 0 w� < LLQ. a— w HSS 4x4x4 HSS 6x4x4 HSS 6x4x4 CENTERED O CENTERED O b CENTERED w o>U,) CL chi TYP' 3/16 TYP' 3/16 TYP' 3/16 �J N O O JOB NO. E19-751 DATE 02/04/2020 PLZx10x0'-10" PL-1x6x0'-10" PLIx6x0'-10" DRAWN SLC DESIGN JWB _ DETAIL STEEL COLUMN SC-13,4 DETAIL STEEL COLUMN SC-13,2 DETAIL STEEL COLUMN SC-13,6 I STEEL DETAILS 1 DETAIL 2 DETAIL 3 DETAIL S4.1 S4.1 S4.1 SCALE: 3"=1'-O" SCALE: 3"=1'-O" SCALE: 3"=V-0" S4.1 FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. O M i O � 0) M M � r N CL LL 0 3" i 9" PROJ. EMBED 3" 9" PROJ. EMBED 3" 9" PROJ. EMBED 2 O o �? J z m E2 5/8-11x12" A307 A.T.R. 5/8-11x12" A307 A.T.R. 5/8-11x12" A307 A.T.R. U w co z W/NUT AND F.W. W/NUT AND F.W. W/NUT AND F.W. N p — "SET ONE UNIT OF SIMPSON 22" ONE UNIT OF SIMPSON "SET 22" ONE UNIT OF SIMPSON "SET 22" t~i� `�' w EPDXY IS REQUIRED PER EPDXY IS REQUIRED PER EPDXY IS REQUIRED PER w TWELVE BOLT INSTALLATIONS. TWELVE BOLT INSTALLATIONS. TWELVE BOLT INSTALLATIONS. Q .1 m ANCHOR BOLT AB-1 ANCHOR BOLT AB-1 ANCHOR BOLT AB-1 0 SHIP COLUMN WITH TWO AB-1's SHIP COLUMN WITH TWO AB -Ts SHIP COLUMN WITH TWO AB -Ts co 04 c { - if- •. I _- __ I I E _ __J �'�„ 0 LLJU) w p O a Z z O J Q p W W = W J p .,5 w co wpwa�ow=m wmwwm2pCD, h�-III =p-1OwomNwwwm PL4x4xU-6" PL-1x4x0'-6" PL-1� x4x0'-6" ~ z LL Q z o O U) Q TYP. TYP. TYP. O � U w � m 0 Es F- 1/8 1/8 1/8 = p p U) p 0 LL LLJ M 10'-1 1/2" cov �N I- � � j C) w w co T.O.C. 1 T O.C. i �i� 2T.O S. tw�- 0 Lu C) w w m z0 Y F- ¢ cn U' O LLl a. p tY 4 E [ w W�V� L�LI C) C15 — O p O of I E O co W o 0 { I i ( I O O O PL x3zx0'-6" ailc O 3/16 TYP. O r ;w ti�m I PLgx32x0'-10" Mco ( ( I I 3/16 TYP. ( v PL$x3zx0'-10" I ? € 3/16 TYP. 07 LLI ZN cli d ui CO f-� 06 Oi < g 1r— HSS 6x4x�d 0'-9 3' HSS 6x4)ix19'-1 Z" HSS 6x4x4x24'-5" n n .O.P. um B 0 P. B.O.P. LuLJ N. FL. FIN. FL. FIN. FL. V G - i g � p in e u a L.f (D W �,/ \ �/ LL W J HSS 6x4x4 HSS 6x4xj HSS 6x4xj O CENTERED O CENTERED O b CENTERED W O>2� M N TYP. 3/16 TYP' 3/16 TYP. 3/16 O O O JOB NO. E19-751 DATE 02/04/2020 PLZx6xO'-10' PLzx6xO'-10" PLZx6x0'-10" DRAWN SLC DESIGN JWB DETAIL STEEL COLUMN SC-C.7,3 & SC-D,5.2 DETAIL STEEL COLUMN SC-E,2 & SC-E,6 DETAIL STEEL COLUMN SC-D,5 I STEEL DETAILS 1 DETAIL 2 DETAIL 3 DETAIL S4.2 S4.2 S4.2 SCALE: 3"=1'-0" SCALE: 3"=V-0" SCALE: 3"=V-0" S4.2 FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. g pc') 00 1 , 0) m 0) M SHIP WITH FOUR 5/8x2" < A325 HEAVY HEX BOLTS (L LL U 2g1" rile 3„ 91, PROJ. EMBED —� 0 c) J z A.T.R. W/NUT AND F.W.O �'� O U) N z ONE UNIT OF SIMPSON "SET 22" 1/8 1/g m Co z Lu EPDXY IS REQUIRED PER - cn TWELVE BOLT INSTALLATIONS. M`r C47 LL m ANCHOR BOLT AB-1 L PL 1/4x32 x0'-6 4'o "¢ SHIP COLUMN WITH TWO AB-1's O O O ~ rw o`®®,taoerP®� 1311 1111 2111 �� m • /� �� E 16 15'-5111 P q� Q O: ( 22 161 ®... cn �: �� mm C8x15.3x15'-711V, • (�Fti'��w •'•. ,. a DETAIL STEEL CHANNEL SCH-5.2-13,D LL -j cn W o � 2 DETAIL 0 OU-wcnz<K<w � m-Jwl=-wa-1CCQ w=m S4.3 ui SCALE: 3"=V-0" = uj 0 � O> U } X_ W J m�jo�F— PL4x4x0'-6" pz9,Qz0ou Q<,i TYP.1/8 �� QCOU~�mOwwm I�� 0Z) 0LL HW zi - 3 5(5.2)-��o�W�rJWZT.O.S. A-q ~J��UOSHwW00 f-owzwzmow<o Z T- < U}LL LLI �I=- W ti�� ui Fe � O yu a O —20 0 O w j r-loo 2'-0, 6" 4' N.T.S.-10 2" O W ? ! 9r Q 0 i 48' SIX AT 31" =1 '-6" 3'-2" N.T.S. 5" 1 1211 Mm PL 316 x6 x0'-6" TYPICAL `NI I O 16' 0 HOLE 9' 0 HOLE `"' E rh 1111 1111 HOLE s11 0HOLE I r O V-4" N.T.S. 166 I i cYily PLax32x0'-10" M [ 3/16 TYP. f I O O i ! I 1s" 0 HOLE 16' O HOLE 18 0 HOLE I S TYP. z O U) 611 N.T 6 12" W 1 716 14 1'-3 THIRTEEN AT 16" = 17'-4" N.T.S. 13. l 5 18" N.T.S. j C8x15.3x19'-5 8" Z c- ci c� M ui CO f� QO 0 ( DETAIL STEEL CHANNEL SCH-13-2,5.2 g 3 DETAIL S4.3 SCALE: 3"=1'-0" ' i j HSS 6x4xjx15-1 5 (5.2) 6 I 8 Ai �C 1J 0'-01, B.O.P.11611 FIN. FL. 715-- 8" THREE AT 48"=12'-0" s 16 e -11 THREADED SHIP WITH THIRTY-TWO SHIP WITH FOUR 5/8x2" ROD COUPLING a -11 THREADED ROD COUPLING HWH 12-24X7/8 TEKS/4 A325 HEAVY HEX BOLTS TYP 3/16" 3/16" TYP V d f 3 3 7 # L-L] 0 PL 18 x6 x0'-611 f`1/ N R A ^/ M TYPICAL W LL O � 6 > LL e- PL 16 x6 x0' 6" i�d W TYPICAL �q HSS 6x4xa O O uj O b CENTERED TyP' 1/8" J z O TYPCL . 1/8" � I.LI co N O JOB NO. E19-751 3 1111 1 1111 3 1 " 14' 16 1'-32' ELEVEN AT 16" = 14'-8" 516 14" 716 ~ DATE 02/04/2020 PL-1x6x0'-1o" DRAWN SLC C8x15.3x17'-316' DESIGN JWB STEEL DETAILS DETAIL STEEL COLUMN SC-F,5 DETAIL STEEL CHANNEL SCH-13-5.2,6 1 DETAIL 4 DETAIL S4.3 S4.3 SCALE: 3"=1'-0" SCALE: 3"=V-0" S4.3 FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. 3 48"\ 14/ 1„ 716 DETAIL SCALE: 3"=V-0" DETAIL SCALE: 3"=V-0" 16'-0" 28'-6" DI 1v7vn'_ln w,4k38k29,2�„ 15'-41s" "I� 11'-11 16' 2T-3 a" DETAIL STEELBEAM SB-5-D,F f— THREE @ 4'=12' "-Ta 8" W14x38x25'-416" 26'-2" DETAIL STEEL BEAM SB-B-5,6 SHIP WITH TEN 5/8x2" A325 HEAVY HEX BOLTS 12'-6" SHIP WITH TEN 5/8x2" A325 HEAVY HEX BOLTS 3 44 14'� O O O El r�ao 13, 7 16 1 „ rM 0 19 rN PL2y BOTI TYP. Lo 0 0 rn rn m _M M m N a- ui U 2 O c U � O J Z m � 2 W U W !A N Z_ W W W QQm M a C,,Q� ®ttettt000++' dd r. C'a N ,U« r a� z « r tl 6` . V%' EE cc co 4p U) —'' O� W J U W ❑ O¢ Z Z O J Q ❑ TA LL W U) z < U) pWp._IW �Wd-JC)W=m WJ m 2 5 F- W m W W O m N m W W ❑ J OW > U Q Z } O W= W W O ui W U Q C7UF- -j WZJ� _ ❑ ❑ � Z)O W W m — �JR �- �- P uj = �i 2 C,)�❑=III rJ(nm ��"'❑�WF WljU)cn P O W Z~ Z m o x Q O Of �t c� CO F- O W a W w Um W —20 ❑ O w U) z O U) w w NO gg,pp --fit--9 iL l R V 0 co L ! If i q tl n/ (D w 0 E2 LL �--- W J 0ry ~_ V W 0- � co N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB STEEL DETAILS FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S4.4 4 S S TYP. DETAIL SCALE: 3"=V-0" TYP. DETAIL SCALE: 3"=1'-0" 18'-6 1 /4" rim r=ao O O O 14�� Wk SHIP WITH TEI A325 HEAVY I- I�716" W r� W14x22x1T-016" I f 22' - 17'-10" DETAIL STEEL BEAM SB-B-2,5 4 S S TYP. DETAIL SCALE: 3"=V-0" q" SHIP WITH TEN 5/8x2" A325 HEAVY HEX BOLTS 14 18'-6 1 /4" T.O.B. 5$" 14 37 N� r�� I r�eim relax relm I I P�Ico chi ^M 71 " W14x22x2O'-316 3$" 21'-2 z" DETAIL STEEL BEAM SB-E-2,5 Lo m O (o_ rn rn (h M m aLL0 2 O cj U > O m Z 2 W (n N Z Z) ca C7 co W 11 J W 00 Q ate. C) L� ®®®®m111II##list® x�, v� O O•�' co 0 ....... • �C ®® It Lu ,tie '��l1memmmm pm���b�4 O LL J () w ❑ Q' O Q Z Z O J Q ❑ � LL W 0 z< < w J m J W� W d �_ O w 2 pp wmw WM ("D~F-W 0>0QZ�W OQg(A=ZEp(6U)LL F- W�MWwoH�WO m p Q(7VIw—w�LL WZ'i� } w U) C) O w W w m ❑ 2 LLowzcr WWU)Z —2O p� O w w F— BENT PL 14 ga x 7 s x 11'-3 4' CUT LENGTH Z r 04 CI) � L6 csj I,_: � E 5 1V-8 5/8" 6 r�� @CENTER 1V-7 1/4° T.O.B. 1/8 x1 @ 12 BOTH SIDES NP' TYP. BOTH ENDS ___ _ __. s _.._. w : __..._.. _._...__.__. _._.__ _._. _. ,_._ ._.—.._.___,—, _ .__,___......... _ _ _.. -----•-----------�----- _ W_ .._,.. w .._ __ _.__._.._._.._.._ - --- —Y SHIP WITH TEN 5/8x2" A325 HEAVY HEX BOLTS 55" — 38" 14 ails N I — W14x22x21'-1016' — 22'-9 z" DETAIL STEEL BEAM SB-E-5,6 14' HSS 4x4x16 x 1 V-3 8" CUTLENGTH DETAIL SCALE: 3"=V-0" SET THREADED ROD INTO SET 22 EPDXY. 5/8-11 x 4" ATR CENTERED SIDE PORCH OVERHANG FRAME '-4„ fH ENDS TYP. cy— Ld D ® Epp® Y QQ en L • " 6{� 0 w 0 LL W J W O > o o- m co N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB STEEL DETAILS FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S4.5 oo� 12 4 1/220.6 �\ 21� xl- 2 O 4:12, 0.033" x1216' BENT PLATE PANEL SAVE RECEIVER 0.033 �N L �5� k � 2R6 DETAIL PANEL EAVE CAP AT WALL LINE "A" PANEL CAP "A" PCA 1 DETAIL S4.6 SCALE: W=1'-0" 12 4 1/2 20.6° 11'-8 5/8" @ CENTER col'T N 11'-7 1 /4"......... --.-............. ............ _................................... T.O.B. 2" MIN. 2" MIN. 121— 32' DETAIL BEAM CAP AND SCREW RECEIVER AT V � !-.I I. V I a x I a ..J L..1 11 DETAIL 12 4 1 /2 20.6 9,6 4:12, 0.068" x1215" BENT PLATE STUD + TOP TRACK AND SCREW RECEIVER — 6" LD. - II&MIark WALL TRACK AT WALL LINE "A" STUD CAP "A" SCA 2 DETAIL S4.6 SCALE: 6"=1'-0" $" ASTM 563 GRADE C NUT m 0.570 0 x6'-7" ASTM A193 GRADE B7 ROD WITH 2" OF ROLLED THREAD EACH END DETAIL HANG ROD HR 8 DETAIL S4.6 12 4 1/2 20.6° e6 4.5:12 BENT PLATE eL 18'-8 1/8" _ SCREW RECEIVER @ CENTER SEE DETAIL 4:12, 0.068" x916" BENT cl PLATE BEAM CAP AND SCREW RECEIVER 0.068" ............................................................................................................................. �--�-- 2" MIN. MIN. 5" DETAIL BEAM CAP AND SCREW RECEIVER AT BEAM LINE "B" BEAM CAP "B" BCB DETAIL SCALE: 6"=V-0" 3 112-13 A307 12 12 41/2 20.6 , 4 24'-7" RIDGE �......... .........._.__.._......__. 4„ 3p 4:12, 0.068" x11 16" BENT PLATE STUD TOP TRACK AND SCREW RECEIVER N i N 0.068" j 216" '-� DETAIL STUD WALL TRACK AT WALL LINE "D" STUD CAP "D" SCD 4 DETAIL S4.6 SCALE: 6"=V-0" 12 18.4° 4 _1 24°*4 2 _a 4:12, 0.033" x1216"- BENT PLATE PANEL EAVE RECEIVER 0.033" DETAIL PANEL EAVE CAP AT WALL LINE "F" PANEL CAP "F" PCF 9 DETAIL S4.6 SCALE: 6"=1'-0" 12 18.4° ` 4 1,2 0rF.068" 4:12, 0.068" x916 BENT PLATE BEAM CAP AND ............SCREW RECEIVE1. R MIN - ��--2' . �" 5" L6100 co ............................. MIN. DETAIL BEAM CAP AND SCREW RECEIVER AT BEAM LINE "E" BEAM CAP "E" BCE 5 DETAIL 54.6 SCALE: 6"=V-0" 12' 7" — 12" 1" 1" I co ii BOTTOM TREAD PLATE BTP DETAIL 19'-4 1 /8" r M 00 M M M � N 12 n. u- 0 18.4° 4 ............................................................................ _................ 15'-31 /8" O @ CENTER p U m z FF w + 4:12, 0.068" x1216" 0 N Z En M4 BENT PLATE STUD - - TOP TRACK AND ImoO SCREW RECEIVER U) °' W + W J J 0.068" 3: LL m Ll L, �< N A a02 6" W. DETAIL STUD WALL TRACK AT WALL LINE "F" STUD CAP "F" SCF 6 DETAIL S4.6 SCALE: 6"=V-0" 64' 14 3-4 14 O O IN �I� O 12 DETAIL CIP ANGLE CA 10 DETAIL CUT AND BENT PLATE PL 16 3 x12x1'-1 -I' 3� 6" —� I S4.6 SCALE: 3"=1'-0" 7" 21 . I 12 7" 12, r Fes-- 7" --►I TYPICAL TREAD PLATE TTP DETAIL CUT AND BENT PLATE PL is x12x1'-516' 717„�I 6 c _ ® •� LL 6 °• E O,' �r3) � < CID as®a►lalll�m�' 0 m LL J U) W ❑ Wm-jLL1 a0ow=m WJ m2�O�F- W�pWWWOmNmWW 0Z,9LwL 0�<�- F- --00Wofmo❑Z=I� =05t(„OLLWWm� �J���~ W FF--LLLJLUm OW z Z m W W m Z Z= ❑�QO LuYF-QtoCOI-O W a U >- LL W U W -2O ❑ O w W Q 0 U) Z O W w 11111111 �llJ 0 Ld W 0 >O LL a— W -� 0_ W a m M LLI N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB STEEL DETAILS S�SCALE: 3"=1'-0" FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. SCALE: 3"=V-0" SCALE: W=V-0" S4.6 F-10 HWH 1/4-28A 1/2"TEKS/5 UTILITY BEAM CONNECTING SCREWS F-10 SHIP COLUMN WITH SIX F-10's HANGER BOLT HB-1 SHIP COLUMN WITH ONE HB-1 SHIP WITH SIX 5/8x2" A325 HEAVY HEX BOLTS ALIGN 32' HOLES Div Mt rim I _�-12 SHIP WITH TWO CLIP ANGLES CA-1 o �. . . . . . . . . . . . . . ._ . . . SI Tt Al PL 1/4x2 2 XO'-6 4" "I HANGER PLATE HP-2 4 DETAIL S4.7 SCALE: 3"=1'-O" PL 1 /4x2 2 XO'-816" HANGER PLATE HP-1 3 DETAIL S4.7 SCALE: 3"=1'-O" AM WEB OF UB-1 D BACK-TO-BACK 0 0 (o rn rn M M CN CN Ss* a- LL U 2 O ci U Z m E = w U w _—� F-mw LuLLLU w QQm ch 0- L.Q ®®®®`►et+aaaeaa' e.. ® O o: �. •; o v ; 0 • Fa. CC• sa®aaaaaai 4��`'�� w O W J U) W p OLLWWZQZQ� � Wow=wa_-Jow== m W J m 2= o i-� m =00�Owomcj Wm F-p W>o<Z� W F- o z� < Z o o Q LL ~ WpziW w��—� WO QOV FW-�mOWZJ� =pp�=OLL. W m— F-O W Z F- Z= p W Q Z wZM<WU' F-O W a V i LL W �UF- W —2O p O w LUI Q 111111111 TWO BACK-TO-BACK �; STUDS S-1's 8,4„ 1 OSIX 5/8-11x2" A325 HEX BOLTS ONE CLIP ANGLE �p . CA-1 EACH SIDE O 770 6" 7'-516 �9 T-4 $�� V) Q� V d 15'-1016' HB-1 TO HANG 500 POUND DESIGN LOAD SB-E-5,6 N II 11 Q _ 0 UTILITY BEAM UB-1 � L.L! > DETAIL UTILITY BEAM UB-1 ERECTION < E —1 LL SCALE:3"=1'-O" 5 DETAIL W SCALE: 3"=1'-0" ®NN L.L Ill m � M N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB STEEL DETAILS S4.7 16" STAINLESS STEEL CABLE RAILS. SPACING MUST REJECT A 4" SPHERE. WELDED STAIR TREAD CLIPS SEE DETAIL 4x12 HARDWOOD STAIR - TREADS ATTACHED WITH CONSTRUCTION ADHESIVE AND SIX HLGM278 WOOD SCREWS PRE -DRILL HOLE IN CONCRETE FLOOR AND INSTALL STAIR BASE STUD INTO SIMPSON SET 22 EPDXY. CONCRETE SLAB X. x x 1 DETAIL S5.1 SCALE: 1 "=1'-0" DETAIL SCALE: V=1'-0" PREMIUM PAINTED FINISH ON EASTERN METALS 2x2x4 6061-T6 SQUARE TUBING. PRE DRILL FOR CABLE RAILS. PREMIUM PAINTED FINISH ON EASTERN METALS 28-63-256 RAIL CAP FULLY WELDED TO POSTS. CAP ALL OPEN ENDS AND GRIND SMOOTH FOR PAINTED / FINISH. PREMIUM PAINTED FINISH ON 4 x 2 4 x 2 4 5052-H32 ALUMINUM PLATE. PROVIDE CENTERED, T6 THROUGH HOLE AND FULLY WELDED ASME 1318.2.2, 112-13 ALUMINUM NUT ON TOP SIDE. FULLY WELD PLATE, CENTERED, ONTO THE BOTTOM OF THE TUBE POST. GRIND SMOOTH FOR PAINT. fly 4x12 HARDWOOD STAIR TREADS ATTACHED WITH CONSTRUCTION ADHESIVE AND SIX HLGM278 WOOD SCREWS DETAIL SCALE: 1 "=V-0" %10 __- 0 0€ S 0 o 3 0 0€ € 0 0( o OE 3'-2" HSS 8x8 STEEL TUBE STRINGER. ATTACH TO CHANNEL WITH WELD STUDS AND 1/2-13 GRADE 5 HEX NUTS. NOTE: COUNTERBORE AND THROUGH HOLES ON RAIL POST TREADS ONLY g „ �HROVGH HOLE e2 r, OFFp CO��T�RgoR� 24 DETAIL $" TYPE "X" PAINTEC GYPSUM BOARD AT SEPARATION WALL 3/4" ALLOWED - FOR FINISHED FLOORING 8" TYPE "X" PAINTED GYPSUM BOARD AT SEPARATION WALL $" TYPE "X" PAINTED GYPSUM BOARD AT SEPARATION WALL NOSE EDGE (BETTER EDGE) DETAIL SCALE: 1 "=V-0" DETAIL SCALE: 1 "=1'-0" 0 o NovEs NOTE: PROVIDE 2 4"O O.D. x z" THICK PLUG FOR EACH COUNTERBORE HOLE V-2" _ I _ 21" 3'-72 ' 3 z x11 4 x 3'-72' HARDWOOD TREAD; UNDERSIDE (WORSE SURFACE) SHOWN ( USE WORST UNDERSIDES AT LOW TREADS) 1'-2" TUBE STRINGER. SEE DETAIL L0 r O 0 cM e � �; tO V CL LL U 2 O � U > O J Z m a! m W U W cn N Z C—_ M W J J LL W m Q M a ti � Z. . m� in * :'dj!b v Q O; m� o F- v; �� O ®,A,'88Bi111P�maa� a. o� W H Q Z O G7 W w p-iH U Z w u-wwz<z< cn o W J m�C*4pF--� W m W W O m N cn w w �0-00>UQZ>-Wh-- OQa>=Zoo - LL ~ W ww0-E--wO Q(D 0 W m0 W WZ �=-�}�F-W=�E2=i }_jF_cn002F_ W ujm F O W Z Z~ LU Q O Z Z== Y Q I— co U~_ O W a U� w W U H W 0 0 O w L] i V 0 - Ld 0 g p LJ 0. W /� O Q LL Lu ®DE_ Q_ L1J > Lo m M ui N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB STAIR DETAILS SCALE: 3"=I'4' S5.1 ,���� �\��' � � N � �' �� ��� bQ �������3°' . _:_ ;. — _ _ .� __ � _i, �� v _ ,'. _ _ - _ �_ � ':ter